JPS64441Y2 - - Google Patents

Info

Publication number
JPS64441Y2
JPS64441Y2 JP1982049910U JP4991082U JPS64441Y2 JP S64441 Y2 JPS64441 Y2 JP S64441Y2 JP 1982049910 U JP1982049910 U JP 1982049910U JP 4991082 U JP4991082 U JP 4991082U JP S64441 Y2 JPS64441 Y2 JP S64441Y2
Authority
JP
Japan
Prior art keywords
guide tube
buffer plate
underwater
water
earth
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1982049910U
Other languages
Japanese (ja)
Other versions
JPS58153242U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP4991082U priority Critical patent/JPS58153242U/en
Publication of JPS58153242U publication Critical patent/JPS58153242U/en
Application granted granted Critical
Publication of JPS64441Y2 publication Critical patent/JPS64441Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Underground Or Underwater Handling Of Building Materials (AREA)

Description

【考案の詳細な説明】 本考案は、水中投入物を落下させる水中投入物
ガイド管に関するものである。
[Detailed Description of the Invention] The present invention relates to an underwater input guide tube for dropping underwater input.

従来の水中投入物ガイド管は、単なる管からな
り、管内に土砂等の投入物を案内し、水底まで落
下させるものが一般的であつた。
Conventional underwater input guide tubes generally consist of a simple tube that guides input materials such as earth and sand into the tube and allows them to fall to the bottom of the water.

しかし、従来のガイド管では、投入物を水底ま
で案内する場合に円滑に落下しにくく、管内に土
砂等の投入物がつまるという問題があり、更に、
管内を落下した土砂が管下端から水中または水底
へ放出される時、管内の土砂中に混在していた気
泡が水中に解放され、土砂を巻き上げ、付近の水
域を汚濁するという問題があつた。
However, conventional guide tubes have the problem that when guiding input materials to the bottom of the water, they do not fall smoothly, and the tubes become clogged with input materials such as earth and sand.
When the sediment that has fallen through the pipe is discharged from the lower end of the pipe into the water or the water bottom, air bubbles mixed in the sediment inside the pipe are released into the water, kicking up the sediment and polluting the nearby water area.

この問題は、特に海上では、漁場があることか
ら、速やかに解消される必要がある。
This problem needs to be resolved quickly, especially since there are fishing grounds at sea.

本考案の目的は、上記の問題を解消できる、改
良された水中投入物ガイド管を提供することであ
る。
The purpose of the present invention is to provide an improved underwater input guide tube that can overcome the above problems.

本考案は、水中構造物の基礎工事や水底配管の
被覆工事等に用いられる土砂、骨材等の投入物を
水中の所定水深まで案内するためのガイド管にお
いて、ガイド管が没水する水面近傍に開口部を穿
設し、さらにガイド管の中間部または下端部に、
静止または回転する緩衝板を少なくとも1箇所設
けたものである。
This invention is a guide pipe for guiding input material such as earth and sand, aggregate, etc. used for foundation work of underwater structures and covering work of underwater piping, etc. to a predetermined depth underwater. An opening is made in the middle or lower end of the guide tube.
At least one stationary or rotating buffer plate is provided.

なお、本考案でいう「水中」とは、海中、河川
中、湖沼中等をさす。
Note that "underwater" in this invention refers to the ocean, rivers, lakes, and marshes.

以下、図によつて本考案を具体的に説明する。 Hereinafter, the present invention will be specifically explained with reference to the drawings.

第1図〜第3図は、それぞれ本考案の実施例よ
りなるガイド管の側断面図であり、第9図はそれ
らの開口部付近の拡大斜視図である。そして第4
図〜第7図は種々の緩衝板の平面図、第8図は回
転式の緩衝板付近の側断面図である。
1 to 3 are side sectional views of guide tubes according to embodiments of the present invention, and FIG. 9 is an enlarged perspective view of the vicinity of their openings. and the fourth
7 to 7 are plan views of various buffer plates, and FIG. 8 is a side sectional view of the vicinity of the rotary buffer plate.

第1図において、緩衝板付水中投入物ガイド管
1は、水中投入物を所定水深まで案内するための
ガイド管本体2と、ガイド管本体2の中間部に設
けられた緩衝板3とから構成されている。また、
ガイド管本体2は、その頂部にホツパー4を有
し、水面W該当箇所に円周方向に複数個の開口部
5を有し、その開口部5付近に、ガイド管本体2
の外周に沿つて管の長手方向にスライド可能なス
ライド管6を有するとともに、このスライド管6
の外周に開口部5を遮へいするように汚濁防止管
7を有している。
In FIG. 1, a guide tube 1 for underwater inputs with a buffer plate is composed of a guide tube main body 2 for guiding underwater inputs to a predetermined water depth, and a buffer plate 3 provided in the middle part of the guide tube body 2. ing. Also,
The guide tube main body 2 has a hopper 4 at its top, and has a plurality of openings 5 in the circumferential direction at locations corresponding to the water surface W, and near the openings 5, the guide tube main body 2
It has a slide tube 6 that can be slid in the longitudinal direction of the tube along the outer periphery of the tube, and this slide tube 6
A pollution prevention tube 7 is provided on the outer periphery of the tube so as to shield the opening 5.

つぎに、本考案の緩衝板付水中投入物ガイド管
1の機能について説明する。
Next, the function of the underwater input guide tube 1 with a buffer plate of the present invention will be explained.

いま、作業船(図示せず)から上記ガイド管1
を水中におろし第1図のようにセツトしたとす
る。
Now, the above guide pipe 1 is removed from the work boat (not shown).
Suppose that it is submerged in water and set as shown in Figure 1.

この状態ではガイド管本体2の中は水面位置ま
で水で充満する。そこで土砂をガイド管本体2の
ホツパー4から投入されると、土砂はガイド管本
体2内を落下するが、土砂が大量に投入落下され
るとガイド管本体2内を密封するような状態で土
砂が落下するので、ガイド管本体2内の水を含み
ながら、つまり水を土砂が吸収して下降し、それ
によつてガイド管本体2内の水面は下降する。か
くして、更に土砂を投入させると水不足を来た
し、土砂はガイド管本体2内につまるという現象
を生じる。ところが、本考案ではガイド管本体2
の水面位置に開口部5を多数穿設したので、上記
のごとくガイド管本体2内の水面が低下するにつ
れて外からの水が開口部5内に流入し、その水が
前記の土砂のつまりに対する潤滑材の役目を奏す
るので、土砂がつまることなく順調に落下するこ
とができるのである。
In this state, the inside of the guide tube main body 2 is filled with water up to the water surface level. Therefore, when earth and sand are thrown in from the hopper 4 of the guide tube body 2, the earth and sand fall inside the guide tube body 2, but when a large amount of earth and sand is thrown in and dropped, the earth and sand seals the inside of the guide tube body 2. As the guide tube body 2 falls, the earth and sand absorb the water and descend, thereby lowering the water level within the guide tube body 2. Thus, if more earth and sand are added, a water shortage will occur, and the earth and sand will become clogged in the guide tube body 2. However, in the present invention, the guide tube body 2
Since a large number of openings 5 are bored at the water surface position, water from outside flows into the openings 5 as the water level inside the guide tube main body 2 decreases as described above, and the water is used to prevent the above-mentioned clogging of earth and sand. It acts as a lubricant, allowing dirt to fall smoothly without clogging.

管外の水は、汚濁防止管7とガイド管本体2と
の間のすき間を経て、開口部5からガイド管本体
2へ流入するので、スライド管6をガイド管本体
2に沿つて上または下にスライドさせることによ
り、水面W下にある開口部5の開口面積を変化さ
せ、管内への流入水量を調整することができる。
その結果、ガイド管本体2内を落下する土砂等の
速度をコントロールすることができる。
Water outside the tube passes through the gap between the pollution prevention tube 7 and the guide tube body 2 and flows into the guide tube body 2 from the opening 5, so the slide tube 6 can be moved up or down along the guide tube body 2. By sliding it, the opening area of the opening 5 below the water surface W can be changed, and the amount of water flowing into the pipe can be adjusted.
As a result, the speed of the earth and sand falling within the guide tube main body 2 can be controlled.

管内を落下してきた土砂等の投入物は、ガイド
管本体2の中間部に設けられた緩衝板3に衝突し
て破砕され、土砂中に混在していた気泡を管内に
解放して、開口部5およびホツパー4から大気中
に逃がすことができる。
Input material such as earth and sand that has fallen through the pipe collides with the buffer plate 3 provided in the middle of the guide pipe main body 2 and is crushed, releasing air bubbles mixed in the earth and sand into the pipe and closing the opening. 5 and hopper 4 into the atmosphere.

さらに、土砂は緩衝板3に衝突したことによ
り、もつている落下運動エネルギーの一部を緩衝
板3に吸収され、勢いを弱められる。したがつ
て、落下速度をコントロールされ、土砂が管下端
に達して水底へ放出されるときの衝撃力が減じら
れるので、汚濁の拡散を抑制することができる。
このとき、開口部5がガイド管1に穿設してある
から、緩衝板を設けても、ガイド管につまりが生
じることがない。
Furthermore, when the earth and sand collide with the buffer plate 3, a part of the falling kinetic energy that it has is absorbed by the buffer plate 3, and its momentum is weakened. Therefore, the falling speed is controlled and the impact force when the earth and sand reaches the lower end of the pipe and is discharged to the water bottom is reduced, so that the spread of pollution can be suppressed.
At this time, since the opening 5 is formed in the guide tube 1, the guide tube will not be clogged even if a buffer plate is provided.

緩衝板3は、第1図に示したようにガイド管本
体2の中間部にのみ設けるばかりでなく、第2図
に示すように、緩衝板3および3′で示すように
ガイド管本体2の中間部および下端部に設けるこ
とができる。
The buffer plate 3 is not only provided in the middle part of the guide tube main body 2 as shown in FIG. It can be provided in the middle part and the lower end part.

また、第3図に示すように、ガイド管本体2の
下端部に汚濁拡散防止カバー8を設けるようにす
れば、中間部の緩衝板3および下端部の緩衝板
3′による汚濁拡散抑制効果をより一層強化する
ことができる。なお、ガイド管本体2は、緩衝板
3を設けた部分を第1図〜第3図に示したように
他よりも広げることが好ましい。
Furthermore, as shown in FIG. 3, if a pollution diffusion prevention cover 8 is provided at the lower end of the guide tube main body 2, the effect of inhibiting pollution diffusion by the buffer plate 3 at the intermediate part and the buffer plate 3' at the lower end can be improved. It can be further strengthened. In addition, it is preferable that the portion of the guide tube main body 2 where the buffer plate 3 is provided is wider than the other portions as shown in FIGS. 1 to 3.

緩衝板3,3′としては、たとえば第4図〜第
7図に示すように静止型の緩衝板3a〜3d、あ
るいは、第8図に示すような回転型の緩衝板3e
を使うことができる。
As the buffer plates 3, 3', for example, stationary type buffer plates 3a to 3d as shown in FIGS. 4 to 7, or rotating type buffer plates 3e as shown in FIG.
can be used.

それぞれ説明すると、平板状の3a(第4図)、
断面が菱形状の3b(第5図)、3bを十文字形に
組んだ3c(第6図)、格子状に組んだ3d(第7
図)、および回転可能に設けた羽根車状の3e(第
8図)である。また、必要に応じて、3a〜3e
以外の緩衝板を用いてもよい。形状、構造にこだ
わらず、要は緩衝板として機能するものであれば
よい。
To explain each, flat plate-shaped 3a (Fig. 4),
3b with a diamond-shaped cross section (Fig. 5), 3c with 3b arranged in a cross shape (Fig. 6), and 3d with a lattice arrangement (7th
(Fig. 8), and a rotatably provided impeller-shaped 3e (Fig. 8). Also, if necessary, 3a to 3e
Other buffer plates may also be used. It does not matter the shape or structure, as long as it functions as a buffer plate.

以上説明したように、本考案は、ガイド管本体
2の水面位置に多数の開口部5を設け、かつガイ
ド管本体の中間部または下端部に、静止または回
転する緩衝板を少なくとも1箇所設けているた
め、次のような効果がある。
As explained above, the present invention provides a large number of openings 5 at the water surface position of the guide tube body 2, and at least one stationary or rotating buffer plate is provided at the middle or lower end of the guide tube body. This has the following effects:

即ち、先づ第1に前記のごとくガイド管本体内
に投入土砂がつまることがなく、円滑に落下させ
ることができ、更に、ガイド管本体を落下する土
砂等の投入物を、緩衝板によつて破砕することが
できるため、土砂中に混在していた気泡を管内に
解放して管上方および開口部から大気中に逃がす
ことができる。したがつて、従来のガイド管のよ
うに、土砂中に混在していた気泡がそのまま管下
端まで落下し、管下端で放出される時にはじめて
水中に解放された気泡が土砂を巻き上げ、付近の
水域を汚濁するという問題を解消することができ
る。この気泡解放作用は、とくに緩衝板をガイド
管の中間部に設けた時に、効果が大きい。
That is, first of all, as mentioned above, the introduced soil does not get clogged in the guide tube body and can be dropped smoothly, and furthermore, the input materials such as soil and sand falling down the guide tube body are prevented by the buffer plate. Since the pipe can be crushed by crushing it, air bubbles mixed in the earth and sand can be released into the pipe and released into the atmosphere from the upper part of the pipe and the opening. Therefore, like in conventional guide pipes, the air bubbles mixed in the sediment fall directly to the bottom end of the tube, and when they are released at the bottom end of the tube, the air bubbles released into the water stir up the sediment and spread into the nearby water area. The problem of contamination can be solved. This bubble release effect is particularly effective when the buffer plate is provided in the middle of the guide tube.

また、ガイド管内を落下してくる土砂のもつて
いる運動エネルギーが、緩衝板に衝突した時に一
部吸収され、かつ管下端に達して水底へ放出され
るときの衝撃力が減じられる。したがつて土砂が
拡散して付近の水域を汚濁することを抑制するこ
とができる。
Furthermore, the kinetic energy of the earth and sand falling through the guide tube is partially absorbed when it collides with the buffer plate, and the impact force when it reaches the lower end of the tube and is released to the water bottom is reduced. Therefore, it is possible to prevent soil from spreading and polluting nearby water areas.

なお、緩衝板はガイド管の中間部または下端部
の少なくとも1箇所設ければ、汚濁拡散抑制効果
が達成されるが、更に必要に応じてスライド管、
汚濁防止管や汚濁拡散防止カバーを設ければ、そ
の効果は一層上がる。
The effect of suppressing pollution diffusion can be achieved by providing a buffer plate at at least one location in the middle or lower end of the guide tube.
The effect will be further improved if pollution prevention pipes and pollution diffusion prevention covers are installed.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図〜第3図はそれぞれ本考案の一実施例よ
りなるガイド管の側断面図、第4図〜第7図は各
種の緩衝板の平面図、および第8図は回転式の緩
衝板の側断面図、第9図は第1図〜第3図の開口
部付近の拡大斜視図である。 1……緩衝板付水中投入物ガイド管、2……ガ
イド管本体、3,3′,3a〜3e……緩衝板、
5……開口部。
Figures 1 to 3 are side sectional views of a guide tube according to an embodiment of the present invention, Figures 4 to 7 are plan views of various types of buffer plates, and Figure 8 is a rotary type buffer plate. FIG. 9 is an enlarged perspective view of the vicinity of the opening shown in FIGS. 1 to 3. 1...Underwater input guide tube with buffer plate, 2...Guide tube body, 3, 3', 3a to 3e...Buffer plate,
5...Opening.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水中構造物の基礎工事や水底配管の被覆工事等
に用いられる土砂・骨材等の投入物を水中の所定
水深まで案内するためのガイド管において、ガイ
ド管が没水する水面近傍に開口部を穿設し、さら
にガイド管の中間部または下端部に、静止または
回転する緩衝板を少なくとも1箇所設けたことを
特徴とする緩衝板付水中投入物ガイド管。
In guide pipes for guiding materials such as earth and aggregate used for foundation construction of underwater structures and covering work for underwater piping to a specified depth underwater, an opening is provided near the water surface where the guide pipe is submerged. 1. An underwater input guide tube with a buffer plate, characterized in that the guide tube is bored and further provided with at least one stationary or rotating buffer plate at the middle or lower end of the guide tube.
JP4991082U 1982-04-08 1982-04-08 Underwater input guide tube with buffer plate Granted JPS58153242U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4991082U JPS58153242U (en) 1982-04-08 1982-04-08 Underwater input guide tube with buffer plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4991082U JPS58153242U (en) 1982-04-08 1982-04-08 Underwater input guide tube with buffer plate

Publications (2)

Publication Number Publication Date
JPS58153242U JPS58153242U (en) 1983-10-13
JPS64441Y2 true JPS64441Y2 (en) 1989-01-06

Family

ID=30060733

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4991082U Granted JPS58153242U (en) 1982-04-08 1982-04-08 Underwater input guide tube with buffer plate

Country Status (1)

Country Link
JP (1) JPS58153242U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH076197Y2 (en) * 1988-09-28 1995-02-15 佐藤工業株式会社 Underwater input conduit

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57886A (en) * 1980-03-28 1982-01-05 Eramu Ltd Soc Device for controlling time variation of electric power for illuminator with preset program

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57886A (en) * 1980-03-28 1982-01-05 Eramu Ltd Soc Device for controlling time variation of electric power for illuminator with preset program

Also Published As

Publication number Publication date
JPS58153242U (en) 1983-10-13

Similar Documents

Publication Publication Date Title
GB2130276A (en) Anti-scour apparatus
US20160017559A1 (en) Floating barrier
JPS64441Y2 (en)
US10052570B2 (en) Settling basin insert
CN212427035U (en) Overwater garbage collection device
US3996138A (en) Marine life protector
Wallerstein et al. Debris control at hydraulic structures in selected areas of the United States and Europe
JPH026114Y2 (en)
US3379015A (en) Pier construction
Campbell Hydraulic design of rock riprap
JPH026115Y2 (en)
Elevatorski Trajectory bucket-type energy dissipators
CN217781923U (en) Hidden bank flood-proof device
JPS6123081Y2 (en)
JPH07511Y2 (en) Sediment dropping device on the water bottom
JP2825427B2 (en) Tubular headraces and breakwaters
Azhdary Moghaddam The hydraulics of flow on stepped ogee-profile spillways
CN217710100U (en) Railway shoulder structure
JPS5842237Y2 (en) Low pollution type soil dumping barge
CN220644357U (en) Seabed scour protection structure
JP2586693B2 (en) Water purification equipment
JPS6370706A (en) Breakwater
JPH0223627Y2 (en)
JPS58198206A (en) Fertilizer placing field
SU1714033A1 (en) Flow energy damper